Investigating Torsional Behavior of Fiber Reinforced Self Consolidating Concrete under Cyclic Loading

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

Khodadad Saryazdi Mehdi; Rabiei Hamed; MORSHED REZA

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING Year:2019 | Volume:6 | Issue:1 (22) Page(s): 41-54

Download Full-Text

Persian Verion

View:

562

Download:

Cites:

Information Journal Paper

Title

Investigating Torsional Behavior of Fiber Reinforced Self Consolidating Concrete under Cyclic Loading

Author(s)

Khodadad Saryazdi Mehdi | Rabiei Hamed | MORSHED REZA | Issue Writer Certificate

Keywords

Self Compacting ConcreteQ1

Steel FibersQ1

Torsional behaviorQ1

Cyclic loadsQ1

Hysteresis diagramsQ1

Abstract

Researchers in the construction industry have shown great interest in rheological and mechanical properties as well as durability of fiber reinforced self-compacting concrete (FRSCC), however, its behavior under torsional cyclic loading, has rarely been studied. In the present experimental research, behavior of fiber reinforced self-compacting concrete under cyclic torsional loading was studied. T-shaped samples consisting of a horizontal beam made of FRSCC and a vertical shaft were made. Horizontal beam was fixed at both ends to a rigid base and cyclic loading was applied to the end of the vertical shaft causing a cyclic torque around the horizontal axis of the beam. The vertical shaft was reinforced by longitudinal and transverse bars so that it could not collapse at the time of loading. By plotting the Hysteresis diagrams, the torsional strength and energy dissipation of each sample specimen were investigated. Self-compacting concrete C50 class and Hooked End Steel Fibers with length to diameter ratio of 62. 5 and different amount of 0, 0. 25, 0. 5 and 0. 75 percent by volume were used. Results showed that the mixture containing 0. 5% fibers had the highest energy dissipation of 3. 87 times that of control mix with no fibers, and maximum torsional strength of 2. 46 times that of control mix.

Cites

No record.

References

No record.

Cite

APA: Copy

Khodadad Saryazdi, Mehdi, Rabiei, Hamed, & MORSHED, REZA. (2019). Investigating Torsional Behavior of Fiber Reinforced Self Consolidating Concrete under Cyclic Loading. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, 6(1 (22) ), 41-54. SID. https://sid.ir/paper/252528/en

Vancouver: Copy

Khodadad Saryazdi Mehdi, Rabiei Hamed, MORSHED REZA. Investigating Torsional Behavior of Fiber Reinforced Self Consolidating Concrete under Cyclic Loading. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING[Internet]. 2019;6(1 (22) ):41-54. Available from: https://sid.ir/paper/252528/en

IEEE: Copy

Mehdi Khodadad Saryazdi, Hamed Rabiei, and REZA MORSHED, “Investigating Torsional Behavior of Fiber Reinforced Self Consolidating Concrete under Cyclic Loading,” JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, vol. 6, no. 1 (22) , pp. 41–54, 2019, [Online]. Available: https://sid.ir/paper/252528/en

Related Journal Papers